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Both the Nucla Mine and Nucla East mining areas are located in a climate which generates <br /> less than 15 inches of precipitation annually. Evapotranspiration rates in the vicinity <br /> are relatively high (see Tab 7, Hydrologic Description). Textural analyses performed on <br /> potential spoil materials generally indicates that sandy clay loam materials will be <br /> replaced in the pits (see Tab 6, Geology). Consequently, infiltration rates in reclaimed <br /> areas are expected to be slow to moderate. It follows that contributions to spoil <br /> resaturation and subsequent recharge to surrounding aquifers from precipitation will be <br /> slow. However, the upland and adjacent irrigation ditches and laterals will eventually <br /> provide a more rapid source of recharge to spoils. Seepage from the irrigation network <br /> has provided an artificial source of recharge to the undisturbed shallow ground water <br /> system. The resaturation and recharge of replaced spoils will also be augmented by the <br /> irrigation. <br /> Overburden and topsoil handling, reconditioning, and revegetation methods outlined in Tabs <br /> 21 (Minesoil Reconstruction) and 22 (Revegetation Plan) will maximize the potential for <br /> establishing reclaimed areas that will exhibit infiltration rates and capacities adequate <br /> for insuring at least premining rates and capacities. Timely reseeding and mulching of <br /> redistributed topsoil will augment the retention and eventual downward infiltration of <br /> soil moisture. Textures of topsoil material will generally range from sandy loam to loam, <br /> and topsoil material will exhibit moderate infiltration rates. Deep ripping of regraded <br /> spoil, followed by topsoil placement, chisel plowing, and disking will improve the <br /> infiltration potential of the reclaimed medium. <br /> Significant ground water inflow to the pits will be removed by pumping the water to those <br /> sediment ponds that will, at the time of pumping, have a sufficient available storage <br /> capacity, including the prescribed volume for the 10-year, 24-hour storm. Design criteria <br /> for the ponds is addressed in Tab 13 (Facilities), and includes plans for storage of <br /> additional volumes pumped from pits or sumps. Maintenance of available storage capacity <br /> in the ponds involves dewatering and sediment removal. <br /> Ground Water Monitoring. Since 1979, Peabody has progressively installed an extensive <br /> network of 35 wells to monitor the shallow aquifers beneath both the Nucla Mine and the <br /> Nucla East mining area. Monitoring instrumentation, parameters monitored, and monitoring <br /> frequencies are described in detail in Tab 15, Hydrologic Monitoring Program. The ground <br /> water monitoring plan employed to monitor the extent and magnitude of any mining impacts <br /> is also discussed in detail in Tab 18, Hydrologic Reclamation Plan. <br /> 16-3 Revised 04/11/88 <br />